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20 The framing plan below supports a uniform floor load of 50 psf. Assume the deck spans left to right. What is the reaction at each end of the highlighted beam? (1 kip = 1000 lb)

20 The framing plan below supports a uniform floor load of 50 psf. Assume the deck spans left to right. What is the reaction at each end of the highlighted beam? (1 kip = 1000 lb)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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20 The framing plan below supports a uniform floor load of 50 psf. Assume the deck spans left to right. What is the reaction at each end of the highlighted beam? (1 kip = 1000 lb)
Transcribed Image Text:20 The framing plan below supports a uniform floor load of 50 psf. Assume the deck spans left to right. What is the reaction at each end of the highlighted beam? (1 kip = 1000 lb)
O 250 lb O 5 kip O 1.25 kip 2.5 kip
Transcribed Image Text:O 250 lb O 5 kip O 1.25 kip 2.5 kip
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